Neuro-fuzzy model for shear strength of reinforced concrete beams without web reinforcement

References

• ACI 446 . 2005 . “ ACI-446 proposal for ACI-318 update for size effect of beam depth in shear design of reinforced concrete beams without shear reinforcement ” . Farmington Hills, MI : American Concrete Institute . Reported by Subcommittee ACI-446B of ACI Committee 446 on Fracture Mechanics
   Google Scholar
• ACI Committee 318 . 2002 . Building code requirements for structural concrete (ACI 318-02) and commentary (ACI 318 R-02) , 443 Farmington Hills, MI : American Concrete Institute .
   Google Scholar
• Adebar , P. and Collins , M. P. 1996 . Shear strength of members without transverse reinforcement . Canadian Journal of Civil Engineering , 23 ( 1 ) : 30 – 41 .
   Web of Science ®Google Scholar
• Adhikary , B. B. and Mutsuyoshi , H. 2004 . Artificial neural networks for the prediction of shear capacity of steel plate strengthened RC beams . Construction and Building Materials , 18 ( 6 ) : 409 – 417 .
   Web of Science ®Google Scholar
• Ahmad , S. H. and Lue , D. M. 1987 . Flexure-shear interaction of reinforced high-strength concrete beams . ACI Structural Journal , 84 ( 4 ) : 330 – 341 .
   Web of Science ®Google Scholar
• Ahmad , S. H. , Khaloo , A. R. and Poveda , A. 1986 . Shear capacity of reinforced high-strength concrete beams . ACI Journal Proceedings , 83 ( 2 ) : 297 – 305 .
   Web of Science ®Google Scholar
• Ahmad , S. H. , Park , F. and El-Dash , K. 1995 . Web reinforcement effects on shear capacity of reinforced high-strength concrete beams . Magazine of Concrete Research , 47 ( 172 ) : 227 – 233 .
   Web of Science ®Google Scholar
• Ahmad , S. H. , Xie , Y. and Yu , T. 1994 . Shear strength of reinforced lightweight concrete beams of normal and high strength concrete . Magazine of Concrete Research , 46 ( 166 ) : 57 – 66 .
   Web of Science ®Google Scholar
• Al-Alusi , A. F. 1957 . Diagonal tension strength of reinforced concrete T-beams with varying shear span . ACI Journal Proceedings , 53 : 1067 – 1077 .
   Google Scholar
• Angelakos , D. , Bentz , E. C. and Collins , M. P. 2001 . The effect of concrete strength and minimum stirrups on the shear strength of large members . ACI Structural Journal , 98 ( 3 ) : 290 – 300 .
   Web of Science ®Google Scholar
• ASCE-ACI 445 . 2003 . Summary of the evaluations of the proposals for the quick fix for reinforced concrete members without transverse reinforcement , Farmington Hills, MI : American Concrete Institute . Reported by Subcommittee ACI-445F of ACI Committee 445 on Shear and Torsion
   Google Scholar
• Ashour , A. F. , Alvarez , L. F. and Toropov , V. V. 2003 . Empirical modelling of shear strength of RC deep beams by genetic programming . Computers and Structures , 81 ( 5 ) : 331 – 338 .
   Google Scholar
• Aster , H. and Koch , R. 1974 . Schubtragfahigkeit dicker Stahlbetonplatten . Beton-und Stahlbetonbau , 69 ( H.I 1 ) : 266 – 270 .
   Google Scholar
• Bai , Y. , Zhuang , H. and Wang , D. 2006 . Advanced fuzzy logic technologies in industrial applications , Springer .
   Google Scholar
• Bazant , Z. P. and Kazemi , M. T. 1991 . Size effect on diagonal shear failure of beams without stirrups . ACI Structural Journal , 88 ( 3 ) : 268 – 276 .
   Web of Science ®Google Scholar
• Bhal , N. S. 1968 . Über den Einfluss der Balkenhoe auf die Schubtragfahigkeit von einfeldrigen Stahlbetonbalken mit und ohne Schubbwehrung , : 48 – 65 . Otto-Graf-Institut, H.35
   Google Scholar
• Bresler , B. and Scordelis , A. C. 1963 . Shear strength of reinforced concrete beams . ACI Journal Proceedings , 60 ( 1 ) : 51 – 74 .
   Google Scholar
• British Standards Institution . 1997 . Code of practice for design and construction , 2 , London : BSI .
   Google Scholar
• CEB . 1997 . Concrete tension and size effect , Lausanne, , Switzerland : Contributions from CEB Task Group 2.7. Comité Euro-International du Béton (CEB) . Bulletin 237
   Google Scholar
• Cederwall , K. , Hedman , O. and Losberg , A. 1974 . “ Shear strength of partially prestressed beams with pretensioned reinforcement of high grade deformed bars ” . In Shear in reinforced concrete, ACISP 42-9 , 215 – 230 . American Concrete Institute .
   Google Scholar
• Chana , P. S. 1981 . Some aspects of modeling the behaviour of reinforced concrete under shear loading , : 4 – 22 . Report No. 543, Cement and Concrete Association
   Google Scholar
• Chang , T. S. and Kesler , C. E. 1958 . Static and fatigue strength in shear of beams with tensile reinforcement . ACI Journal Proceedings , 54 : 1033 – 1055 .
   Google Scholar
• Cladera , A. and Mari , A. R. 2004a . Shear design procedure for reinforced normal and high-strength concrete beams using artificial neural networks. Part I: beams without stirrups . Engineering Structures , 26 ( 7 ) : 917 – 926 .
   Web of Science ®Google Scholar
• Cladera , A. and Mari , A. R. 2004b . Shear design procedure for reinforced normal and high-strength concrete beams using artificial neural networks. Part II: beams with stirrups . Engineering Structures , 26 ( 7 ) : 92 – 936 .
   Google Scholar
• Collins , M. P. and Kuchma , D. A. 1999 . How safe are our large, lightly reinforced concrete beams, slabs, and footings? . ACI Structural Journal , 96 ( 4 ) : 482 – 490 .
   Web of Science ®Google Scholar
• Commission of the European Communities . 1992 . Eurocode No.2: design of concrete structures. Part 1: general rules and rules for buildings , ENV 1992-1-1
   Google Scholar
• Cossio , R. D. and Siess , C. P. 1960 . Behavior and strength in shear of beams and frames without web reinforcement . ACI Journal Proceedings , 56 : 695 – 735 .
   Google Scholar
• CSA . 2005 . Design of concrete structures , Rexdale, Ontario : Canadian Standards Association . Standard CSA A23.3-94
   Google Scholar
• Elzanaty , A. H. , Nilson , A. H. and Slate , F. O. 1986 . Shear capacity of reinforced concrete beams using high-strength concrete . ACI Journal Proceedings , 83 ( 2 ) : 290 – 296 .
   Web of Science ®Google Scholar
• Feldman , A. and Siess , C. P. 1955 . Effect of moment-shear ratio on diagonal tension cracking and strength in shear of reinforced concrete beams , Structural Research Series No. 107 117 University of Illinois . Civil Engineering Studies
   Google Scholar
• Ferguson , P. M. 1956 . Some implications of recent diagonal tension tests . ACI Journal Proceedings , 53 : 157 – 172 .
   Google Scholar
• Ferguson , P. M. and Thompson , N. J. 1953 . Diagonal tension in T-beams without stirrups . ACI Journal Proceedings , 49 : 665 – 675 .
   Google Scholar
• Grimm, R., 1997. Einfluss bruchmechanischer Kenngrossen auf das Beige und Schubtragverhalten hochfester Betone. Diss., Fachb. Konstr. Ingenieurbau der TH Darmstadt, 44–46, 101–103
   Google Scholar
• Hallgren , M. 1994 . Flexural and shear capacity of reinforced high-strength concrete beams without stirrups , : 1 – 49 . KTH, Stockholm, TRITA-BKN, No. 9
   Google Scholar
• Hallgren , M. 1996 . Punching shear capacity of reinforced high strength concrete slabs . : 44 – 56 . KTH, Stockholm, TRITA-BKN, No. 23
   Google Scholar
• Hamadi , Y. D. and Regan , P. E. 1980 . Behavior in shear of beams with flexural cracks . Magazine of Concrete Research , 32 ( 111 ) : 67 – 78 .
   Web of Science ®Google Scholar
• Hanson , J. A. 1958 . Shear strength of lightweight reinforced concrete beams . ACI Journal Proceedings , 55 : 387 – 403 .
   Google Scholar
• Hanson , J. A. 1961 . Tensile strength and diagonal tension resistance of structural lightweight concrete . ACI Journal Proceedings , 58 : 1 – 37 .
   Google Scholar
• Haris , J. 2006 . Fuzzy logic applications in engineering science , Springer .
   Google Scholar
• Islam , M. S. , Pam , H. J. and Kwan , A. K.H. 1998 . Shear capacity of high-strength concrete beams with their point of inflection within the shear span . Proceedings of the Institution of Civil Engineers – Structures & Buildings , 128 February : 91 – 99 .
   Web of Science ®Google Scholar
• Jang , J. R. , Sun , C. T. and Mizutani , E. 1997 . Neuro-fuzzy and soft computing: a computational approach to learning and machine intelligence , Prentice Hall .
   Google Scholar
• Johnson , M. K. and Ramirez , J. A. 1989 . Minimum shear reinforcement in beams with higher strength concrete . ACI Structural Journal , 86 ( 4 ) : 376 – 382 .
   Web of Science ®Google Scholar
• Kani , G. N.J. 1967 . How safe are our large reinforced concrete beams . ACI Journal Proceedings , 64 : 128 – 141 .
   Google Scholar
• Kim , K. S. 2004 . “ Shear behavior of reinforced concrete beams and prestressed concrete beams ” . University of Illinois at Urbana-Campaign . Thesis (PhD)
   Google Scholar
• Kim , J. and Park , Y. 1994 . Shear strength of reinforced high strength concrete beams without web reinforcement . Magazine of Concrete Research , 46 ( 166 ) : 7 – 16 .
   Web of Science ®Google Scholar
• Krefeld , W. J. and Thurston , C. W. 1966 . Studies of the shear and diagonal tension strength of simply supported reinforced concrete beams . ACI Journal Proceedings , 63 : 451 – 475 .
   Google Scholar
• Kulkarni , S. M. and Shah , S. P. 1998 . Response of reinforced concrete beams at high strain rates . ACI Structural Journal , 95 ( 6 ) : 705 – 715 .
   Web of Science ®Google Scholar
• Küng , R. 1985 . “ Ein Beitrag zur Schubsicherung im Stahlbetonbau ” . In Betonstahl in Entwicklung , 8 – 25 . Luxemburg : TOR-ISTEG Steel Corp . H.33
   Google Scholar
• Lambotte , H. and Taerwe , L. R. 1990 . Deflection and cracking of high-strength concrete beams and slabs . High-Strength Concrete , : 109 – 128 . ACISP 121-7
   Google Scholar
• Laupa , A. , Siess , C. P. and Newmark , N. M. 1953 . The shear strength of simple-span reinforced concrete beams without web reinforcement , Structural Research Series No. 52 75 University of Illinois . Civil Engineering Studies
   Google Scholar
• Leonhardt , F. and Walther , R. 1962 . “ Tests on T-beams under severe shear load conditions ” . 72 Berlin : Deutscher Ausschuss fur Stahlbeton . Bulletin No. 156
   Google Scholar
• Mansour , M. Y. , Dicleli , M. , Lee , J. Y. and Zhang , J. 2004 . Predicting the shear strength of reinforced concrete beams using artificial neural networks . Engineering Structures , 26 ( 6 ) : 781 – 799 .
   Web of Science ®Google Scholar
• Marti , P. , Pralong , J. and Thurlimann , B. 1977 . Schubversuche an Stahlbeton-Platten , : 7 – 37 . IBK-BerichetNr. 7305-2, ETH Zurich
   Google Scholar
• Mathey , R. and Watsten , D. 1963 . Shear strength of beams without web reinforcement containing deformed bars of different yield strength . ACI Journal Proceedings , 60 : 183 – 207 .
   Google Scholar
• Moayer , M. and Regan , P. E. 1974 . “ Shear strength of prestressed and reinforced concrete T-beams ” . In ACISP 42-8 , 183 – 213 . Detroit : American Concrete Institute .
   Google Scholar
• Moody , K. G. 1954 . Shear strength of reinforced concrete beams, part-1-tests of simple beams . Journal of the American Concrete Institute , 51 ( 4 ) : 317 – 333 .
   Google Scholar
• Morrow , J. and Viest , I. M. 1957 . Shear strength of reinforced concrete frame members . ACI Journal Proceedings , 53 : 833 – 869 .
   Google Scholar
• Mphonde , A. G. and Franz , G. C. 1984 . Shear test of high and low-strength concrete beams without stirrups . ACI Journal Proceedings , 81 : 350 – 357 .
   Web of Science ®Google Scholar
• Niwa, J., et al., 1987. Revaluation of the equation for shear strength of reinforced concrete-beams without web reinforcement. Concrete Library of JSCE No. 9, June, 65–84 (Translation from Proceedings of JSCE No. 372, Vol. 5, 1986–8)
   Google Scholar
• Oreta , A. and Winston , C. 2004 . Simulating size effect on shear strength of RC beams without stirrups using neural networks . Engineering Structures , 26 ( 5 ) : 681 – 691 .
   Web of Science ®Google Scholar
• Peng , L. 1999 . “ Shear strength of beams by shear-friction ” . The University Of Calgary . Thesis (PhD)
   Google Scholar
• Rajagopalan , K. S. and Ferguson , P. M. 1968 . Exploratory shear tests emphasizing percentage of longitudinal steel . ACI Journal Proceedings , 65 ( 8 ) : 634 – 638 .
   Google Scholar
• Reineck , K. H. , Koch , R. and Schlaich , J. 1978 . Shear tests on reinforced concrete beams with axial compression for offshore structures , Germany : University of Stuttgart . Final Test Report
   Google Scholar
• Remmel , G. 1991 . Schubtragverhalten von Bauteilen aus hochfestem Beton onhe Schubbewehrung . Dramstadter Massivbau-Seminar ‘Hochfester Beton’ , : 8 – 11 . Dramstat
   Google Scholar
• Ruesch , M. , Haugli , O. and Mayer , M. 1962 . Schubversuche an Stahlbeton-Rechteckbalken mit gleichmakig verteilter Belastung . Stahlbetonbalken bei gleichzeitiger Einwirkung von Querkraft und Moment , : 1 – 14 . Heft 145
   Google Scholar
• Rutkowski , L. 2004 . Flexible neuro-fuzzy systems: structures, learning and performance evaluation , Kluwer Academic Publishers .
   Google Scholar
• Salandra , M. A. and Ahmad , S. H. 1989 . Shear capacity of reinforced lightweight high-strength concrete beams . ACI Structural Journal , 86 ( 6 ) : 697 – 704 .
   Web of Science ®Google Scholar
• Sanad , A. and Saka , M. P. 2001 . Prediction of ultimate shear strength of reinforced-concrete deep beams using neural networks . Journal of Structural Engineering , 127 ( 7 ) : 818 – 828 .
   Web of Science ®Google Scholar
• Scholz , H. 1994 . “ Ein Querkrafttragmodell furBauteile onhe Schubbewehrung im Bruchzustand aus normalfestem und hochfestem Beton ” . In Berichte aus dem Konstruktiven Ingenieurbau , Germany : Universitat Berlin . Heft 21
   Google Scholar
• Seleemah , A. A. 2005 . A neural network model for predicting maximum shear capacity of concrete beams without transverse reinforcement . Canadian Journal of Civil Engineering , 32 ( 4 ) : 644 – 657 .
   Web of Science ®Google Scholar
• Sivanandam , S. N. , Sumathi , S. and Deepa , S. N. 2007 . Introduction to fuzzy logic using MATLAB , Springer .
   Google Scholar
• Taylor , H. P.J. 1968 . Shear stresses in reinforced concrete beams without shear reinforcement , : 23 Technical Report TRA 407, London Cement and Concrete Association, February
   Google Scholar
• Taylor , H. P.J. 1972 . Shear strength of large beams . Proceedings of the ASCE. Journal of the Structural Division , 98 ( ST11 ) : 2473 – 2490 .
   Google Scholar
• Thorenfeldt , E. 1990 . “ Shear capacity of reinforced high strength concrete beams ” . In High Strength Concrete-Proc. 2nd Int. Symp., ACISP-121 , 129 – 154 . Detroit : American Concrete Institute .
   Google Scholar
• Walraven , J. C. 1978 . Influence of member depth on the shear strength of lightweight concrete beams without shear reinforcement , Delft University of Technology . Stevin Report 5-78-4
   Google Scholar
• Xie , Y. 1994 . Shear ductility of reinforced concrete beams of normal and high-strength concrete . ACI Structural Journal , 91 ( 2 ) : 140 – 149 .
   Web of Science ®Google Scholar
• Yoon , Y. S. , Cook , W. D. and Mitchell , D. 1996 . Minimum shear reinforcement in normal, medium, and high-strength concrete beams . ACI Structural Journal , 93 ( 5 ) : 576 – 584 .
   Web of Science ®Google Scholar
• Yoshida , Y. 2000 . “ Shear reinforcement for large lightly reinforced concrete members ” . 150 Department of Civil Engineering, University of Toronto . Thesis (MASc)
   Google Scholar
• Zadeh , L. A. 1965 . Fuzzy sets . Information and Control , 8 ( 3 ) : 338 – 353 .
   Google Scholar
• Zsutty , T. C. 1968 . Beam shear strength prediction by analysis of existing data . ACI Journal , 65 : 943 – 951 .
   Google Scholar